WS-15-1890 Miami Shores Village lfttJ,
�,. 10050 N.E.2nd Avenue NE
Miami Shores, FL 33138-0000 "`"T
o Pe�5�s APPRCI�C ` .
a�pw' Phone: (305)795-2204
FtORiDp' _ ....:
Expiration: 02/0112016
Project Address Parcel Number Applicant
384 NE 94 Street 1132060136140
PENN DAVIS MICHELLE CANER
I Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
PENN DAVIS MICHELLE CANERO 384 NE 94 Street w
MIAMI SHORES FL 33138-2832
Contractor(s) Phone Cell Phone Valuation: $ 975.00
JULIAO GARAGE DOORS 305-826-0250
Total Sq Feet: 62
Type of Work: REPLACE GARAGE DOOR 7 X 8 Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info: Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
DBPR Fee Invoice# WS-7-15-56496
$2.00 08/05/2015 Check#: 10079 $74.60 $50.00
DCA Fee $2.00
Education Surcharge $0.20 07/28/2015 Check#: 10064 $ 50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I at a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
cons�ytgaandzvTfi a- F t r ore, I a orize the above-named contractor to do the work stated.
August 05, 2015
Authorized Sig ure:Owner / Applicant / Contractor / Agent Date
Building Department Copy
August 05,2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-240056 Permit Number: WS-7-15-1890
Scheduled Inspection Date: September 02, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: MICHELLE CANERO, PENN DAVIS Work Classification: Garage Door
Job Address: 384 NE 94 Street
Miami Shores, FL Phone Number
Parcel Number 1132060136140
Project: <NONE>
Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250
Building Department Comments
REPLACE GARAGE DOOR 7 X 8 Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
September 01,2015 For Inspections please call: (305)762-4949 Page 19 of 47
Miami Shores Village
�
Building Department JUL 2 $ 2015
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �0'4
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 201
BUILDING Permit No. LA-),S/S— /1 / c
PERMIT APPL" ION Master Permit No.
Permit Type: UILD G ROOFING
JOB ADDRESS:3S /v + f - VS
City: Miami Shores County: Miami Dade Zip: 3 1 3o
Folio/Parcel#: _ 310b- 613 N 0
Is the Building Historically Designated:Yes NO
Flood Zone: ,1
OWNER:Name(Fee
,ISimple Titleh lder)• Ul �J Phone#(� 0�
Address: 1 V
City: b'ftState: Zip: Z 3 e
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: �r U lJl U Phone#:
Address:
City: J 1 U1 , W �-b Stater Zip: p�0 I /'
Qualifier Name: C��'�f_ -AU�LVIO Phone#: CS O Z U ^U 5)
State Certification or Registration#: Certificate of Competency#:: S 0
Contact Phone#:Z",I —LUx(' (jj( Email Address: 1 I(AYi1oG k a ouy� s l` Q,+,V"A u I 'CG M
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ l U Square/Linear Footage of Work:
2.
Type of Work: ❑Addition ❑Alteration ❑Nffew 216pair/Replace ❑Demolition
Description of Work: u A.r Cii Q c l(, jK
Color thru tile:
Submittal Fee$ Q` Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ L"
Bonding Company's Name(if applicable)
Bonding Company's Address
City_ State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien l w brochure l be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of mencem t st be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issue . In the a enc of such posted notice, the
inspection will n e p d a reinspection fee will be charged.
Signature Signature ✓��
Owner or AgentC ractor
The fore omg instrument was acknowledged before me this The foregoing in trument was knowledged before me this 2 I S}
day ofU�� 20 i 5,by 1,10k J a n n day of cTQJQ 20!,§
by(30-�t ., I 1 60
who is personally known to me or who has produced who is personally known to me or who has produced
�IJS73 oGaO s ,cation an#Apybpl0t6n oat as' ent� an wh
.`�= Notary Public-State of Florida NOTARY P ° •��= Notary Public-State of Florida
NOTARY PUBLI •; ; •=My Comm. Expires Sep 29,2016 My Comm.Expires Sep 29,2016
: o-°� Commission#EE 205866 ".;+rFOF F�°a Commission#EE 205866
�F°F r Bon hrough National Notary Assn.
"������`• Bonded Through National Notary Assn.
Sign: Sign: Q
Print: Mo Ktf- C cls-h 1 ID Print: l a4-i I I C�
My Commission Expires: S�pte rn bC r �9' �Uiu My Commission Expires: S� rn bf r )q a01(p
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
ns Shores ,
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GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH
EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D
FMean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design Pressure
Door Door Door Door Roof Door'Door Roof, Door Door Roof
Width Hei ht Positive Ne alive Width Hei htHei ht Positive Ne ative Width Hei tHei ht Positive N alive Width Hei ht Hei ht Positive Ne alive8 735.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -542 8 8 42.7 53.49 735.3 44.0 9 8 34.9 43.4 9 7 42.8 -5315 9 8 42.4 52.616 7 33.8 41.0 16 8 15 33.4 -40.4 16 ? 15 41.0 49.8 16 8 15 40.6 49.D 'i'
18 7 33.5 -40.4 18 8 33.1 -39.7 18 7 40.6 -49.1 18 8 40.2 -48.2
836.1 -45.3 8 8 35.7 -44.6 8 7 43.7'a -54.8 8 8 43.2r -54.0
9 7 35.7 44.6 9 8 35.4 43.9 9 7 43.3 a -54.1 9 8 42.8'' 53.2'
16 7 16 34.2 -41.6 16 8 16 33.9 -40.9 16 7 16 41.4'< -50.4'' 16 8 16' 41.0''a -49.5
18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41.1 -49.6 18 8 40.6`1 -48.8
8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 -55.4 v 8 8 43.7 -54.5
9 7 17 36.2 45.2 9 8 17 35.8 -44.5 9 7 17 43.7 -54.6 9 8 17 43.3 -53.8
16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 -50.9 16 8 41.4 -50.1
18 7 34.3 -41.5 18 1 8 34.0 -40.8 1 18 7 41.5 -50.2'a 18 1 8 1 41.1 , -49.3
8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 - 8 8 44.1 55.1
9 7 36.6 -45.8 9 8 36.3 45.0 9 7 44.2 -55.2 9 8 43.7 -54.3''
16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 7 18 42.3 -51.4 16 8 18 41.9 ss -50.6
18 7 34.8 -42.0 18 8 34.4 -41.3 18 1 7 1 41.9 -50.7 18 8 41.5 1 -49.8
8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 56.5 8 8 44.5 -55.6
9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 9 7 19 44.6 a -55.7 9 8 19 44.1 -54.8
16 7 35.5 43.1 16 8 35.1 42.4 16 7 42.7<' -51.9> 16 8 42.3'>s 51.0
18 7 35.2 42.5 18 8 34.8 41.8 18 7 42.3 51.1 18 "'8 41.9 a -50.3
8 7 0 37.8 47.4 8 8 37.4 46.7 8 7 45:4 57.0 8 8 44.9' -56.1
• 9 7 •0 •37.5 -46.8 9 8 20 37.1 -46.1 9 7 20 45.0 -56.2 9 8 20 44.5 -55.3
•• •i6! 7 35.9 16 8 35.5 42.9 16 7 43.1(', 52.4 16 8 42.6 51.5
• 1 7 0 35.5 •43.0 18 8 35.2 -42.2 18 7 42.7` -51.6 18 8 42.2 50.7'
••
778• 7 • •38.2 •-47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45.3 -56.6
• 9 7 37.8 0-49.3 9 8 37.5 -46.5 9 7 45.4 -56.7 9 8 44.9 -55.8
• 16 7 t1 36.2 4.1 16 8 21 35.9 43.3 16 7 21 43:4 52.8 16 8 21 43.0 51.9
•• 7 • • 35.9 •49.4• 18 8 35.5 -42.7 18 7 43.0 52:0 18 8 42.6 -5t.]xa
004•89 7 • • 38.6 •48.19 8 8 38.2 -47.7 8 7 46.1 -5719 8 8 45.7 -57.0
• •6• 7 •2 38.2 9 8 22 37.8 47.0 9 7 22 r 45.7 -57.1 9 8 22 45.3 -56.2
• 16 7 • 36.6 -44.5 16 8 36.2 43.7 16 7 43.8 -53.3 16 8 43.3 -52.3
•• •4 7 • • 36.3 18 8 35.9 -43.1 18 7 43.4 -52.5 1 18 8 42.9 -51.6
• 7 • 38.9 •4819•0 8 8 38.5 -48.1 8 7 46.5'< -58.4 1 8 8 46.0'a -57.5
•• •!9• 7 •• 38.6 9 8 38.2 -47.4 9 7 46.t -57.6 9 8 45.6' -56.7
•• 16 7 • ��• 36.9 -44.9 16 8 23 36.6 -44.2 16 7 23 44.1 -53.7 16 8 23 43.7 -52.8 '
0 18 7 36.6 18 8 36.2 -43.5 18 7 43.7 <' -52.9- 18 8 43.3 -52.0
••• 7 39.3 0-49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4; -57.9
9 7 a 9 • 38.9 -48.6 9 8 38.5 -47.9 9 7 46.4 -58.0 9 8 46.0 ' -57.1
16 7 2a 37.3 45.3 16 8 24 36.9 -44.6 16 7 24 44.5 -54.1 16 8 24 44.0 -53.1
18 7 1 36.9 1 -44.6 1 18 8 36.6 -43.9 18 1 44.1 -53.3'>s 18 8 43.6 -52.3
8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47,2 -59.2 a' 8 8 46.7 a' -58.3 a
9 7 39.3 -49.0 9 8 38.9 -48.3 9 7 46.8 -58.4 9 8 46.3 -57.5
16 7 25 37.6 -45.7 16 8 25 37.2 44.9 16 7 25 x144.8 -54.4 16 8 25 443 -53.5
18 7 37.3 45.0 18 8 36.9 -44.3 18 7 1 44.4 1 -53.6 18 1 8 1 43.9 1 -52.7
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD)design pressures shown.
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application.
4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. o
5) Most garage door openings will not be located completely in zone 5. Therefore individual o .�••""••. c v
calculations will result in lower pressures. +'•! •"•, N
6) For mean roof heights less than 15',use 15'pressures. N •+'• t«+ ••# 0 z
7) This Table is only to be used in conjunction with Amarr Garage Doors. a : +.+•"�`."••.• a d
J LL • •
LL LL '
�• 14
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165 Carriage Court+Winston-Salem,North Carolina 27105
Phone(336)744-5100•Fax(336)744-5815 16 y0
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owww.amarr.com (E? C6TA0-0N 1.Nt0w
" FL ..
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. 1
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE. OA www.miemidade.gov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up
to 9'-0"Wide(DP+51.1,-60.3 PSF)
• ;.APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak
•••; Sum;nit,(24 GSA}1000,2000, Short,Long,.Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
...... 0311.'4/2001,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by
• Tomas L. SU9444rdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
• •••• ••Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
•••;•• •1V ASILEo6kv"CT RATING: Large and Small Missile Impact Resistant
000
• •WELEIM oA permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
:....: 'KMas,moMt number, the positive and negative design pressure rating,indicate impact rated if applicable,
• installatioA1490fl tion drawing reference number,approval number(NOA),the applicable test standards,and
• the statemeM reading`Miami-Dade County Product Control Approved' is to be located on the door's side
• . •.• . ..
000000 •JL%ck,bottom angle,or inner surface of a panel.
UNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and-
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0503.06 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0505.11
MIAMI4DADE COUNT' Expiration Date:September 4,2018
Lp15 Approval Date: July 16,2015
oil/#1
ilf#gPage 1
Amarr Garaee Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA #13-0503.06"
1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets ]through 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA#13-0503.06"
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc.,
dated 06/11/2013,signed and sealed by David W.Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R,
dated 04/02/2013,signed and sealed by David W.Johnson,P.E.
•• 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
••••• 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
•••••• • along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with
• ••••Derasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
"" '• •••Report No.ATL 0311.01-03R, dated 06/22/2006,signed and sealed by David W.Johnson,
••••• "'•1'.E. "Submitted under NOA#08-0718.01"
••!•; �. • CA]UTLATIONS "Submitted under NOA#13-0503.06"
•• •• 1. ••:•Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/20.13,signed and
•. •healed by Thomas L.Shelmerdine,P.E.
• •••• .... 2. '.' Abchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and
•••••• sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.01"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and seated bAr Tomas L.
Shelmerdine,P.E.
09 0 9 ZoJ3
Carlos M. Utrera,P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4,2018
Approval Date:July 16,2015
E-1
. . . . . . . . . .
AOJUSTAHE ROLLER CARRIER •
t- .
ATTACHES W(2)1/4'x 1/2' y1yBOLT L NUT PER BRACKET �ER � •! 3 GA FLAG BRACKET ATTACHED TO VOOD
HEX WAD SCREWS • • • TR(3)S/16 DIA X 1-5/e•LAG BOLTS ANO TO
2'TRAITS GA XTURE ATT BRATS V/(4)1/4•-20 x T/B TRACK SPLIC[
• • ••• • (4) FIXTURE ATTACHED V/ BOLTS ANDNUTSd)I/4'x 3/4'HEX HEAD SCREVE
3 5/R'22GA R-TRUSS A7 TATSED ADJUSTAILE SLIDE BRACKET ATTACHED
12 OA GALV. R BRACES V/(2>1/4'x 3/4' W/(2)1/4'x 1/2'BOLT AND NUTS
TOP ROLLER BRACKET _ HEX HEAD SCREWS Ai24 OA MW EXTEAI(IR SHIN
ATTACHEDWC4)1/4•K EACHCENTER STILEAA&EUCHPOLY TOFlM5113/4'NEX FIEAD SCREWS R'16&LLL ROLL •• ••• •• SPLICEPER BRATSES • S'1@ STEN ROLLER TYPICAL TOP FIXTURES • • • •• • w t(4) kHUTSI S�CUR[M JA118 Hlnl(3)D/IB'OLA NUTSN.TS • •• • • LAO BOLTS
SEE(TABLE 2)ON PAGE 3 FOR S • • • • • S
(SPLICE)
RECOMMENDED sEcna+c1xFTaRAntM TYPICAL DI11�A�AFf CENTER HIDE • ••• •• (U B/IB•OLA.tEO 70
N.T.S. IAO BOLT ATTACHED TO JAMB
2E6
6
A7 FA JAMB BRACKET i,
R-TRUSS PER SECTION
12 OA QALV.STEEL
1 i T (THBR XJGw �ACIEO - -20
(TOP) - N 'RAO(SPLICE T k NUT
STILE STIFFENERS HO
2 LOCATED IN HINGE ONLY
0.Y TOP SECTION 0'B.Y F
THROUGH HOLES FOR STRUT END HINGE
N ATTACHMENT(IF STRUT 14 OA. F
TP
IS REOIURED)
6 4 c
- SEE(TABLE 3)ON PAGE 3
O
B FOR JAMB BRACKET SPACING
P.1
3 5/818 X2e Gh Cl TRACK CONFIGURATION FOR SW UP TO 14'TALL DOORS
S11LE �� R T1NS5)GALV.STEEL 5181
TRUSS
LOC
AliTYPICAL STILE STIFFENER/c 1
ON SEE TABLE 4 UH PAGE 9 A SEE(TABLE 1)ON PAGE 3 N.T.S. J ATTACHED V/f4)1/4'x 3/4'
FOR STILE PLACEMENT FOR STRUT SPACING HEX HEAD SCREWS AT EACH END
STILE AND(2)1/41 x 3/41 HEX
910'MAX MCAD SCREWS AT EACH CENTER
STILE
INSIDE ELEVATION
N.T.S.
ADJUSTABLE SLIDE BRACKET l4 GA DUPASAFE 1)2'20GA STRUT AT
ATTACHED V/(2)1/440 x END HINGE ATTACHED BOTTOM PANEL
5/8'TRACK BOLTS AND LUT V/(2)1/4'x 3/4' -
HEX HEAD SCREWS
L4 OA WRASAFC AJUTTASLE Typ(2 p�yg p 7HpEE �) ONi.STEEL RE7AINERPMI •E A6VIS6D OE9mPOCN O>f119p0 DAff
ROLLER CARRIERS ATTACHED TO 4GA)URATAFE VFMS EWALS 5'SD.llICHES (/y' V/BOSTON SEAL
3 3/6'RNA R-TRUSS V/(2) ROLLER CARRIERS ATTACHED �--5'9 YB� COdB A MOM 102WF ClG8 B5kW310ID O6-It-0D SDB
1/4'X 3/4'HEX HEAD SCREW TO END STILE V/(3)1/4'x 3/4' 1 As(,IBIIBB Ib
HEX HEAD SCREWS PER CARRIER OT SEC110N A-A (SIDE VIEW) �T 8 UOIIDAIOGZIO t0/U/IT OB:
° I N.T.S.
SIZE \\lDTfllil2FP9r
2'10 BALL STEEL \\
3 B/B•22GA 9'LONG STEM ROLLER 9MAX, N11111 DESIGN LOAD RW C4) AIDE LOCK ENGAGES INTO VERTICAL OPTIONAL VENT DETAIL 4 Z�:•\pFATIACED V/(4) Rnn _-- +61A PSF `a •1M•x 3/4'HEX TRACK ON BOTH TIDES 5/B'MN M.T.B. 6 -60.3 PSF It
NEAR SCREWS ;AAGDPTI0.YAL7ATTACH NM ( %x LARGE MISSLE g �• ow.3/4•HEX HEAD SCREWS PIMPACT RESISTANTa1
TYPICAL DURASAFE END HINGE 3 - '� • BTATC- OF J*ed I>
LARGE MIBSLE �_ ,YrO�•,T Q• "•�
c
9rgp HNXXLXxo S3/16'CREW
x 1 PER LAG i"AT ACHEI,Vi IMPACT J ✓✓r'• CON 1�••'p�`�
*0AG
IEgBIE TEAL 20 U'•DALV,STEEL END VILE SCREW<U PER (2)1/4•%3/4• RESISTANCE ✓J✓l��•• ••`�,� 3
X HEAD SCREWS
5121 BY INST AT
Y1TN OI TOG-L JAMB DRATSEi
'QTS) TO DOORS SKIN AND kl AT CNO AND CENTER '�^EI AA4F1(Illull\\\
20 OA CENTER S71LES TOG-L-LOC AT THE TOP AND STILES L
ATTACHED WITH(� DOTION RAIL
tSC AT THETOPNt07/10dAlt�'L0OMRNA ANO ABIES]VE BOLT RETNNEIt B
TDIHICRIDRFACE MR Rn,reB x•11d•/'IRFr 2 VAS ° ° BBiIAiO{coAeIdoo .o�BUTTON BRACKET 165 CARRIAGE CORT WDISTON-SiLEN,NL. 27105 VVVANARRAXIM
2'LO BALL STEEL 13 GA ATTACHEDHill STEN ROLLER VAID v4'X 3/4• Fly MODEL 655 BBRITAG6(64 OA) 1010,0000HEXMEAD SCREWS MNODBL 666 OAK SU►IIY(E4 OA)1000,B000
BKORT,RANO,PLUSH,AND OAK SUMMIT PANELS
S/0'H%22 GA 2'oAWS1Ea BIfAOf 912 DAON BY W DAII 01 If3'J/0'It-TRUSS) TRACK MCO(ESS.ODY /P/a ODAFNDMNIER
SPLICE BOLT AND NUT PER o5xr.YDtncAL JAVB TYPICAL BOTTOM BRACKET
JANE BRACKET TRACK MOUNTING DETAIL L J M.sPF N.T.S. 4 B MID BY AAE DATE 03/0 IRC-9509-180-21
(N0.2(%R BETTER) SEES I OF 3
.. .. . . . .. .. .
. . ... . . . . ...
. . . . . . . .. .
! . . . ! . •!
!
SPECIFICA7)ON13;ND NOTES !•! ! !!! !
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR !! ! !!!
2.EACH VERTICAL JAMBS REOiN MA)VMUI!j DEjIG••Nl1-041 gr- .!! ! INTERIOR OF GARAGE
+230.0 LOS/FT & -271.4 LBSAFT ••! ! ! ! ! •• !
3. IW
DOOR AND HARDWARE WALL BE 1ESED.MAYUF*TLQFQ ! •
AND INSTALLED WITH STANDARDS AIS SW FQRTHTBYQASWA.! ! ! MAX.WIDTH 9.0'
4.DOOR SECTIONS SHALL BE 2*GA.(1020)MIN!EXTEMORASKI16•• ••
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOADS
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +2710,.4 LBS�7 SEE NOTE 2
ON PAGE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTREO PROFESSIONAL ENGINEER FOR WAND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR,THE MANUFACTURER SHALL MAIL TO THIS OFFICE:A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED VR0DIRTRR\'0BD
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTHMRODU(:FRCVISEp
OF 32,000 PSI OR MORE SHALL BE USED 70 MAKE DOOR PANELS FOR DADEr tl.�IWlr� �py
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. �� Cyy
NR AAwgt1~iBR BN A.UG
RAOBA AU AgAltl
WOOD JAMB ATTACHMENT TO STRUCTURE AN I MWIDN OF 1EBWO6 10AX
2 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTUREA A4 WM1D=FIAMM041PG xm 06'11-M S(1
5/16'%3'LAG SCREWIS STARTiMG ENT6'FROM ENDS THEN 20'D.C.(1 1/2'EMBEDMENT) B UDWHI ARO 3X0 10/IT/II fAD
HILTI KVO(BOLT 3/B'X 4'STARTING 6'FROM SEENDS T E E4'Ott<2 1/2'EMBEONENT) _ \\11111►/
HR.TI SLEEVE ANCHOR 3/0'X E-3/4'STARTING 6'FROM ENDS THEN 18'GC.Q I/4'EHBEDNENT) MAX SIZE \\\\ II�0,
ITV/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) 9'.14' R ff SNE(��,,° �
TTACH9FNT'Itl HOLLOW C-9
DESIGN LOAD �. P• GEN 'P 4 � :
+61.1 PSF o`
SIMPSON 1/4' 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS OV
. \ SLp•'•Q ✓j
(3'APART)AT 8'OC.0 1/2'EMBEDMENT) 3 PSF E o ?i
HILTI 1/4'X 2-3/4 KV1K-CDN R1+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF -80. K'� �¢
��:.• !4 04 R(
FASTENERS(3'APART)AT 8.OG(1 1/4'EMBEDMENT) ry
` P Y 6 VERTICAL JANE ATTACHMENT TO GR-T C-90 el_[I(:K!2000 PSR GROUT) V� /
o HILTI SLEEVE ANCHOR 3/8'%E-3/4'STARTING 6'FROM ENDS THEN 22'OC.0 1/4' ,L1:+$�3
rr
rr EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLDCK)NK y¢T STATE OF �3>
URGE MISSLE C� fe ••. p ``�/,V ,4F
-LAGS AND BOLTS CAN BE COUNTERSUTO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT a'R AT • ( Q••;•�\ .SY
7 Y •PREPARATION OF WOOD JAMBS BY OTHERS RESISTANCE 5 ;p.)•'.0 R 1 V
WOOD CONCRETE 1HULLU1V BLOC GRUJTED BLOC $A
i STRUCTURE STRUCTURE STRUCTURE STRUCTURE FL oI,
_ �)I____�'_. _ 2k
1 1 1/
-AAM 1-1/2'HIN 4'
IH CARRIAGE CDL11T YMSTDN-!ITEM,NC. 97147 VWAIIARR.0011
��XX66
JN19 MODB6 950 F1=TAG9(84 OA) LOGO,8000
MOD86 666 OAS SUMMIT(S )1000,
000
SHORT,LONG,FWSH,AND OAK
AVAILABLE TRACK CONFIGURATIONS SRI DRIVUBY 01,11 9AR 00/12/03 DB1180JIM
-
N.T.S.
- B aa6Ber Au I wlc aT/NpT IRC-9509-180-21
BEET 2 OF 3
see
. . . . . . . . . .
. . .•. . . . . ...
TABLE 1 0 0 a •0 00 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED • • i DOOR • • EUTI NHEIGHTS Section Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP • (Measured from Left Edge)
A B C D E F G H T HEI��i�' B m #2 #5 #6 #7 #8 Width Panel Type 1st 2st 3rd
R, ", ,: o r1ni 521° n '.M (ft) (in) (in) (in)
z .
�d14 4 nr �D �2T a
:§ -_ • 13' '� 21' 21 21' 18 18 21' r;8dahnrt? �824r812 45 0 BtZ <.
T 51/2' 18 37" 58 w 761/2, • ILC r
8'p Long 24.000 48.000 72.000
.12+61b 411" 8" 18 18" 18" 18" 18" 21" 8'10 Bead 24.625 48.000 71.375
8' 5 1/2" 16 34' 52 70 88 1/2" • •
8x13" ,bz1�2'f G1fi' W Z" Yr .,x, . n • 1'2'. " 1121 ': �11 .2�^' 2.1 . L �, ry 1i): 1 &:2 Long
00
82 Lo 24.600 49.000 73500
9' 5 1/2' 13 31" 49 6T 85 1001/2" 1 6 21 21 18' 18 " 21 8'2 Bead 25.125 49.000 72.875
1 21' 18
a �1':X1 ' 4 e6 {,:
10' 5 1/2" 16" 37" 58" 76" 94" 1121/2" 10'6" 21" 21" 21" 21" 21" 21" Will Long 25.000 50.000 75.000
wI.Q1' r :u1r$7M ^5$' ; 7 0Y)i; r rtSsa{d"S T..��.i�:.`r`, ` Lr " +: 84 Bead 26.625 50.000 74.376
a6, s�,$ ort 26 .> ry51'U00,_,;X7.75:971s
11 51/2' 16 34 62 70 W. 106' 124 1/2" 96 21' 18 18"118" 18 21 "2 J
t " i Aa la JA J\ �. 6',8 Long 25.500 51.000 78.500
18 .5@:.. 8 L94x•1.12, _:: ... 13g�:� 8_A.st.a� 18�I,.r6 JIQ):; 61!6 Bead 28.125 51.000 75.875
12' 51/2" 16" 37"1 58" 79" 100" 118" 136 1/2" 8'6" 21" 21" 21" 18" 21" ';xB'ds Wlsfior)._ ,,; 6,§69 ;5$t(100.i
1/'t X16 t34 sc 4x70 8$ 106 1,._ T 14_;,:: tl 6 n � rG tl '" i 44 8';8 Lon 28.000 52.000 78.000
SLB,. Z .. .18. T91 ;.1._ 9
13' 5 1/2" 16 37" 58 76 94' 112" 130 148 1/2" T13" 18 18" 18 18" <18" .4'i8 Bead 26.626 62.000 77.376
118 ,1_�_ -' -
i r X24~ 6� �? 1 i1'„ 7.QtL��,29�s,rtil" 2 !t , ��:.
14' 51/2" 16" 37" 58" 79" 100" 121" 142' 1601/2" A u 8'j10 Long 26.500 53.000 79.800
6'6" 21" .18" 18" 21" 8'110 Bead 27.125 53.000 78.875
TABLE 3 ;so- 40NU.
DOOR TRACK ATTACHMENT SPLICE 9'_0 Long 27.000 64.000 61.000
9';0 Bead 27.625 54.000 80.375
HEIGHT A B C D E F G H I J K L M N S
y 7' 3" 14" 27" 38" 46" '56" 68" 76"
;, C8! A fflR 10WI WRSb&FGW3 Gnym MIKD m -
.. ,,�.. .�H.3«a -x::7. i.r '' r.�r .. u '
-p1 311 1411 27" _.3811 46" 561' 68" 7811' - 8811 D uGl>DURC3M0 D/Ispl ax
Jl7 A ; Y^`t .y 9A x 114E �'^ \\\1\11111111/�� S^
9Ti.. .._ .sr x x ��O l SHfI ��i rf
1 n u n u u n " u " N LOAD Q,
9 33 14 27 3p8 ,416 56 68 78 88 1001, pppD,xq�ylygp °±�3 o•o� �c�►ds ``gg�o
r' 4 x�. � X � reek'Y' S' -*c ati y"s' 's '" T y .' wY1M Frwidl Wd e��',No 0048579'•2
27
1 u u u u n u n u u
`:
x{10 3 14 38 46 5G6 688 7811
888 10011 ,( 112" } �I
LARGE-MISSLE - STAT OF :7V
RESISTANCE
-
11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124"
IMPACT ,$ ��49
Ati ��
pQ ��avo 3
' 'S4� n ) g Jlt Llr: 0 u 11:• 1] r 11 4y. m� s rr >m
(3FL \
O O
y12' 3" 1411 27" 38" 46" 56" 68" 78" 88" 1001111011122 136" ascowo "via
0"4006''jjN��e]]Pbr10�
13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" Ifs CARRIAG[WORT WINIIONNft NGGA)27105 WwA1PaR..
it Ly a 'y�pli �1 '_.it U ,1 1) �.1 r a .. COMM! YODIL 066 OAK SUMMU(24 GA) I°00,
LO 0°9000
r-. :-I�� +Lj/Jr�,} 1< � `,.� '? t;;krl..r7 s 9HORY.LONG,PLUSH.AND OAK SUMMIT PANELS
w...
14' 3" 14" 27" 38" 4611 56" 68" 78" 88" 100" 114" 122" 134" 146" 160"
sa DRA'M BY GI DAZE 01/17/01 purAvo rtiA!ax
B I WO BY AME I DAa W4/01 IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING+/- 2" ALLOWED HATH SYP OR SPF NO. 2 OR BETTER ONLY 19M 3 G 3